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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.4 LAccepted-AOC | ₹14.4 L | 1 | Accepted-AOC L1 |
| 2 | 2₹15.8 L+₹1.4 L (10.0%)Rejected-AOC A SITHARA ONDENPARAMBA CIVIL STATION PO KANNUR KANNUR 670002 KERALA | KANNUR | KANNUR | KERALA | 670002 | ₹15.8 L+₹1.4 L (10.0%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | DHEERAJ KUMAR N L1 | MUHAMMED NOUSHAD M L2 |
|---|---|---|---|---|---|
| 1.00Drainage & Footpath | |||||
| 1.00 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 43.65 | cum | 751.07 ₹32,784.21 Lowest | 826.18 ₹36,062.76 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 11.6 | cum | 8,401.36 ₹97,455.78 Lowest | 9,241.5 ₹1,07,201.4 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 59.23 | cum | 9,227.9 ₹5,46,568.52 Lowest | 10,150.69 ₹6,01,225.37 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 5.85 | cum | 2,319.8 ₹13,570.83 Lowest | 2,551.78 ₹14,927.91 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 27.09 | cum | 8,926.16 ₹2,41,809.67 Lowest | 9,818.78 ₹2,65,990.75 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.37 | tonne | 93,741.49 ₹5,03,298.06 Lowest | 1,03,115.64 ₹5,53,627.87 |
| 1.01 | OD390419/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete | 1 | each | 4,516.88 ₹4,516.88 Lowest | 4,968.57 ₹4,968.57 |
| 1.01 | OD390420/2025-2026:lettering with black japan paint of approved brand and manufacture | 100 | each | 6.16 ₹616 Lowest | 6.78 ₹678 |
Tender Value
₹14.4 L
EMD Value
₹36,015
Closing Date
21 Feb 2026, 1:00 pmClosed
Assistant Engineer
LSGD Section, , Pallikkunnu Zonal
Construction of balance portion of drainage from Thekkiyavu Masjid road to Erattakkannan palam road
2026_LSGD_836402_8
AE/LSGD/Pkn/Etender/25-26(6)
Open Tender
Civil Works - Roads
Item Rate
180 days
Pallikkunnu Zonal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹36,015
Yes
21 Aug 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
21 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drainage & Footpath | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 1 | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.004 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.005 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.007 | OD390419/2025-2026:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete | - | each | - | - |
| 1.008 | OD390420/2025-2026:lettering with black japan paint of approved brand and manufacture | - | each | - | - |
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